Contribution of typical non-structural components to the performance of high-rise buildings based on field reconnaissance

Bing Li1, G. L. Hutchinson, Colin Duffield
1Department of Civil and Environmental Engineering, The University of Melbourne, 3010, VIC, Australia

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Arup Melbourne Office. (2006) Design Drawings of Dock 5 Building. VIC, Australia: Arup Melbourne Office.

Brockenbrough, R.L. and Merritt, F.S. (1999) Structural Steel Designer's Handbook. New York: McGraw-Hill.

Casafont, M., Arnedo, A., Roure, F. and Rodriguez-Ferran, A. (2006) Experimental testing of joints for seismic design of lightweight structures. Part 2: Bolted joints in straps. Thin-Walled Structures 44 (6): 677–691.

Dean, B., Martin, O., Emery, D. and Chancellor, P. (2001) Tall building design innovations in Australia. In: 6th World Congress of the Council On Tall Buildings and Urban Habitat. New York, NY: Spon Press.

Fan, H., Li, Q.S., Tuan, A.Y. and Xu, L. (2009) Seismic analysis of the world's tallest building. Journal of Constructional Steel Research 65 (5): 1206–1215.

Gunel, H.M. and Ilgin, E.H. (2007) A proposal for the classification of structural systems of tall buildings. Building and Environment 42 (7): 2667–2675.

Hutchinson, G.L., Collier, P., Duffield, C.F., Gad, F.E., Li, B. and Mendis, P.A. (2006) Integration of GPS measurement and secondary structural elements into the serviceability design of structures, Proceedings of EASEC-10, Bangkok, Thailand.

Kabche, J.-P., Caccese, V., Berube, K.A. and Bragg, R. (2007) Experimental characterization of hybrid composite-to-metal bolted joints under flexural loading. Composites part B: Engineering 38 (1): 66–78.

Li, B., Duffield, C.F. and Hutchinson, G.L. (2007) The influence of structural and non-structural components on the lateral performance of high-rise buildings, Proceedings of IESC-4, Melbourne, Australia.

Li, B., Duffield, C.F. and Hutchinson, G.L. (2008a) A parametric study of the lateral performance of a high-rise structure, Proceedings of ASEC 2008, Melbourne, Australia.

Li, B., Duffield, C.F. and Hutchinson, G.L. (2008b) Quantification of the contribution of non-structural components to the performance of high-rise buildings, Proceedings of EASEC-11, Taipei, Taiwan.

Li, B., Duffield, C.F. and Hutchinson, G.L. (2009a) The influence of non-structural components on the serviceability performance of high-rise buildings. Australian Journal of Structural Engineering 10 (1): 53–62.

Li, B., Hutchinson, G.L. and Duffield, C.F. (2009b) The influence of non-structural components on tall building stiffness. The Structural Design of Tall and Special Buildings, In Press.

MacKerras, C. and Yorke, A. (1991) The Cambridge Handbook of Contemporary China. Cambridge, England: Cambridge University Press.

Mahendran, M. and Moor, C. (1999) Three-dimensional modeling of steel portal frame buildings. Journal of Structural Engineering 125 (8): 870–878.

Olsen, P. (2008) Q1 Tower, surfers paradise Australia, http://sketchup.google.com/3dwarehouse/ , accessed on 31 December 2009.

Olsen, P.C. (2001) Rigid-plastic finite element analysis of steel plates, structural girders and connections. Computer Methods in Applied Mechanics and Engineering 191 (8–10): 761–781.

Rodrigues, F.C., Saldanha, A.C. and Pfeil, M.S. (1998) Non-linear analysis of steel plane frames with semi-rigid connections. Journal of Constructional Steel Research, Second World Conference on Steel in Construction 46 (1–3): 94–97.

Sev, A. (2001) Integrating architecture and structural form in tall steel building design. CTBUH REVIEW 1 (2), ‘Australia Climate’. http://www.bom.gov.au/lam/climate/ , accessed on 31 December 2009.